NOAA OMAO Amendment 0003_Drawings_04172023.pdf
PDF 8 MB Posted
- Attached to
- NOAA OMAO Ship and Support Facility Relocation, Naval Station Newport, Newport, Rhode Island
- Solicitation number
- N4008523R2527
About this file
This solicitation package includes drawings and specifications for the NOAA OMAO Ship and Support Facility Relocation project at the Naval Station Newport in Newport, Rhode Island. Key details include the relocation of NOAA facilities to a new pier and support building. The solicitation is for design-bid-build construction services. The Navy is the contracting agency overseeing the project. Response due dates and award information are available through the solicitation module link provided. The specifications and drawings cover site work, utilities infrastructure, an admin/warehouse building, and pier modifications including electrical and telecommunications systems. Product and service requirements are defined in the design documents.
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80'0 40'
D E
P A
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A V
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A
B
C
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2 3 4 5
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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DES DRW
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C R
I P
T I O
N D
A T
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P P
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DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
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IN
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TI
O N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008523R2527
DLB
AS NOTED
SCALE:1" = 40'
PIER LANDING - OVERALL SITE PLAN
A1
PLAN
NORTH
C1
C-501
CONCRETE SIDEWALK, TYP
A2
C-502
8' HIGH PVC CHAIN LINK FENCE
WITH BARBED WIRE, TYP
A2
C-502
10' HIGH CHAIN LINK FENCE AT PIER
A4
C-502
4' PERSONNEL CHAINLINK SWING GATE
D1
C-501
PRECAST CONCRETE
WHEEL STOP , TYP
100-YR FLOODPLAIN
ELEV. 14.0
B1
C-501
BITUMINOUS CONCRETE
PAVEMENT , TYP
A2
C-503
AUTOMATED VERTICAL PIVOT
SECURITY GATE, TYP
A1
C-501
PRECAST
CONCRETE
CURB , TYP
CONEX BOXES
(BY OTHERS)
A1
C-505
CONCRETE STAIRS, TYP
A3
C-507
REINFORCED
CONCRETE BOAT
TIE-DOWN PAD
C-101
12873930
P I E
R
L A
N D
I N
G
O
V E
R A
L L
S
I T
E
P
L A
N
KPG KPG PJK
A3
C-505
CONCRETE
DUMPSTER
PAD WITH
BOLLARDS
C2
C-502
MANUAL SLIDING GATE
30-FT WIDTH
LEED BOUNDARY
1. PROVIDE "ACCESSIBLE PARKING" SIGNS AT ALL ACCESSIBLE PARKING
LOCATIONS. PROVIDE "VAN ACCESSIBLE" SIGN WHERE APPLICABLE.
PROVIDE "LONG TERM PARKING" SIGN WHERE SHOWN.
2. PROVIDE "ELECTRIC VEHICLE PARKING/CHARGING STATION" SIGN.
3. PROVIDE "NO TRESPASSING" SIGNS ALONG BULKHEAD, EQUALLY SPACED
75'-100' MAXIMUM, TYP.
4. SEE ELECTRICAL PLANS FOR ELECTRICAL EQUIPMENT AND LIGHTING
LAYOUT AND DETAILS, TYP.
5. PROVIDE 4" WIDE WHITE PAVEMENT MARKINGS FOR ALL PARKING LOT
STRIPING, TYP.
6. PROVIDE 8" WIDE WHITE DOTTED LINE (2 FT. LINE AND 4 FT. SPACE) FOR
DRIVE AISLE AND STOCKPILE/LAYDOWN AREA SEPARATION.
7. PROVIDE 12" WIDE WHITE STOP BAR, TYP.
8. PROVIDE 4" WIDE YELLOW CENTERLINE MARKING, TYP.
9. PROVIDE GALVANIZED STEEL RAZOR WIRE COILED FOR ENTIRE HEIGHT OF
CHAINLINK FENCE. ATTACH RAZOR WIRE TO END POST WITH GALVANIZED
POST TIES (TYP, BOTH SIDES OF PIER).
10. FIRE HYDRANT. SEE PLAN CU105, TYP.
11. SSWR STRUCTURE. SEE PLAN CU106, TYP.
12. DRAINAGE STRUCTURE. SEE PLAN CU102, TYP.
13. STORMWATER BIORETENTION FILTER BASIN. SEE PLAN CU-101 FOR
GRADING, TYP.
14. CONCRETE DUMPSTER PAD AND ENCLOSURE, SEE PLAN A-461 FOR
DETAILS. DUMPSTER BY OTHERS, TYP.
15. LANDSCAPED ISLAND WITH CONCRETE CURBING, TYP.
16. CONCRETE ISLAND WITH CONCRETE CURBING FOR AUTOMATED SECURITY
GATE READER, TYP.
17. LIMIT OF 8' HEIGHT CHAIN LINK FENCE AT BULKHEAD, TYP.
18. PROVIDE "RESERVED PARKING - LOW EMITTING & FUEL EFFICIENT
VEHICLES ONLY" SIGN.
19. BID OPTION - HAZARDOUS MATERIAL CONTAINER.
20. WATER STRUCTURE, SEE PLAN CU105.
21. LIMIT OF CONCRETE PARKING AREA. SAWCUT AND MATCH EXISTING
ROADWAY FLUSH, TYP.
22. LIMIT OF BITUMINOUS CONCRETE DRIVEWAY. SAWCUT MATCH EXISTING
ROADWAY FLUSH, TYP.
23. SITE BENCH, TYP.
24. TRASH RECEPTACLE, TYP.
25. FLAG POLE.
26. SHADE STRUCTURE.
27. EXISTING MONITORING WELL TO REMAIN. RESET COVER FLUSH WITH
EXISTING GRADE, TYP. SEE DETAIL A4/C-504.
28. 8" WIDE WHITE PAINTED CROSSWALK. 12" STRIPES, 45-DEGREE DIAGONAL
LINES SPACED AT 30", TYP.
29. PROVIDE CARD READER ON POST. PROVIDE BOLLARD PROTECTION.
TYPICAL FOR BOTH SIDES OF GATE. PROVIDE EMERGENCY KEY BOX
MOUNTED ON POST (UNSECURE SIDE OF GATE ONLY).
30. PROVIDE VEHICLE PRESENCE DETECTOR ON POST.
31. ACCESSIBLE CONCRETE RAMP. SEE DETAIL ON C-505.
32. BID OPTION - BOAT REPAIR BUILDING. BOLLARD PROTECTION AROUND
BUILDING TO BE PROVIDED AS PART OF BID OPTION.
33. BID OPTION - FLOATING DOCK SYSTEM. REFER TO STRUCTURAL SHEETS.
34. CONCRETE FILLED STEEL BOLLARD, TYP.
35. CURB RAMP, TYP.
36. NOT USED
37. 4-FT PERSONNEL GATE. PROVIDE CARD READER AND EMERGENCY KEY
BOX WELDED TO POST.
38. PROVIDE BITUMINOUS CONCRETE PAVEMENT, MARKINGS, SIDEWALK
RAMPS IN THIS AREA AS PART OF BASE BID IF BID OPTION - PIER AND
TRESTLE IS NOT SELECTED.
39. PROVIDE BITUMINOUS CONCRETE PAVEMENT IN THIS AREA AS PART OF
BASE BID IF BID OPTION - BOAT REPAIR BUILDING IS NOT SELECTED.
40. BID OPTION - PIER AND TRESTLE. ALL CHAIN LINK FENCING AND GATES
SHALL BE PROVIDED AS PART OF BID OPTION.
41. PROVIDE "IN CASE OF FIRE OR EMERGENCY PLEASE CALL THE FIRE
DEPARTMENT AT 911 OR 401-841-3333" SIGN AT PERSONNEL GATE
SECURED TO FENCE. "OR 401-841-3333" TO BE MOUNTED ON A
CHANGEABLE PLACARD.
D4
C-501
TOPSOIL AND SEED ALL
DISTURBED AREAS UNLESS
OTHERWISE NOTED, TYP
CODDINGTON COVE
CODDINGTON COVE
B1
C-501
BITUMINOUS CONCRETE PAVEMENT
ROADWAY WIDENING / BYPASS AREA
C1
C-501
CONCRETE SIDEWALK , TYP
D E
F E
N S
E H
W
Y
A4
CU503
PEA STONE
DIAPHRAGM , TYP
A1
C-508
CONCRETE PARKING AREA
ADMIN / WAREHOUSE
BUILDING
FFE = 17.0
BOAT
REPAIR
BUILDING
FFE =
14.25
KEY PLAN
PLAN
NORTH
PARKING AREA
10 A2
C-503
AUTOMATED VERTICAL
PIVOT SECURITY GATE, TYP
A1
CU503
CONCRETE BOAT
WASHDOWN PAD
AUTOMATED SLIDING
SECURITY GATE
A3
C-505
RETAINING WALL
SEE STRUCTURAL PLANS AND
SB504 FOR RAILING DETAILS
A4
CU503
PEA STONE DIAPHRAGM , TYP
C1
C-504
24 23
C2
C-504
1. SEE DRAWING C-001 FOR LEGEND AND ABBREVIATIONS AND SEE DRAWING
C-002 FOR GENERAL NOTES.
2. SEE DRAWING L-101 FOR LANDSCAPING LAYOUT AND SURFACE
TREATMENTS NOT DETAILED ON THIS PLAN.
3. CONTRACTOR SHALL COORDINATE COMPLETION OF BASE BID WORK WITH
SELECTED BID OPTIONS, IN ORDER TO LIMIT THE EXTENT OF REMOVAL AND
RECONSTRUCTION REQUIRED FOR BASE BID IMPROVEMENTS.
SHEET KEYNOTES
SHEET NOTES
A3
C-505
REINFORCED
CONCRETE PAD
B A
B
U
P D
A T
E
F L O
A T
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G
D
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6+00
8+00
9+00
0+00
9+35
D E
P A
R T
M E
F
T
H
V
Y
A
B
C
D
2 3 4 5
1 2 3 4 5
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
S
Y S
T E
M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
RI
N G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
-A
TL
AN
TI
C M
I D
L A
B
L N
A V
A
T I O
N
N
O R
F O
K
O R
F O
L K
V
A
N A
V A
L
S
T A
T I O
N
N
E W
P O
R T
N E
W P
O R
T
R
H O
L A
N D
NO
AA
O M
AO
S
HI
P
SU
PP
O
RT
F
AC
IL
IT
Y
RE
LO
CA
TI
O N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008523R2527
DLB
AS NOTED
FOR CONTINUATION
SEE SHEET P-111
CU105
12873947
P I E
R
L A
N D
I N
G
W
A T
R
A
N
RJS RJS JJA
80'0 40'
SCALE:1" = 40'
PIER LANDING - WATER PLAN
A1
PLAN
NORTH
KEY PLAN
PLAN
NORTH
PARKING AREA
A5
CU504
FOR CONTINUATION
SEE SHEET P-151
FOR CONTINUATION
SEE SHEET FX-141
BOAT
WASHDOWN
BOAT REPAIR
BUILDING
FOR CONTINUATION
SEE SHEET FX-111
A N
D E
R S
O
N
A
V E
N U
E
E
X T
B
U
R
R
A
D
B U
R M
A R
O A
D
CODDINGTON COVE
CODDINGTON COVE
1. 8" GATE VALVE
2. 6" GATE VALVE
3. 8" x 6" DI RED
4. 8" x 6" DI TEE
5. 8" x 8" DI TEE
6. 8" COUPLING
7. 8" 45° DI HORZ BEND
8. 8" 11 1/4° DI HORZ BEND
9. 6" 90° DI HORZ BEND
10. C.T.E. 8"
11. HYDRANT, TYP.
12. 6" DI HYDRANT LATERAL AND 6" GATE VALVE
13. YARD HYDRANT
14. 5" FDC CONNECTION, SEE DETAIL B3 ON SHEET FX601
15. 8" PIV
16. 2 1/2 " TAPPING SADDLE, CORP AND CURB STOP
17. 75 LF OF 2 1/2" PE DOMESTIC WATER SERVICE
18. 145 LF OF 2 1/2" PE
19. 1" TAPPING SADDLE, CORP AND CURB STOP
20. BID OPTION - BOAT REPAIR BUILDING: 16 LF OF 1" PE DOMESTIC WATER
SERVICE
21. 45 LF OF 8" DI FP SERVICE
22. 562 LF OF 8" DI
23. 388 LF OF 8" DI
24. 16 LF OF 8" DI
25. 8 LF OF 8" DI
26. 73 LF OF 6" DI TO PIER
27. 86 LF OF 6" DI TO PIER
28. 73 LF OF 8" DI FP TO PIER
29. 100 LF OF 6" DI FP TO ADMIN BUILDING
30. 5" FDC CONNECTION THROUGH FENCE, SEE DETAIL C3 ON SHEET FX601
31. REMOVE EXISTING 12" METER AND PROVIDE 12" METER
32. 8" 22 1/2° DI HORZ BEND
33. NOT USED
34. NOT USED
35. NOT USED
36. BID OPTION - FLOATING DOCK SYSTEM: 1'' TAPPING SADDLE, CORP AND
CURB STOP
37. BID OPTION - FLOATING DOCK SYSTEM: 1" BACKFLOW PREVENTER AND
HEATED ENCLOSURE
38. BID OPTION - FLOATING DOCK SYSTEM: 70 LF OF 1" COPPER PIPE TO
FLOATING DOCK
1. SEE DRAWING C-001 FOR LEGEND AND ABBREVIATIONS AND SEE DRAWING
C-002 FOR GENERAL NOTES.
2. SEE DRAWINGS CU203 AND CU204 FOR WATER PIPING PROFILES
3. SEE DRAWING FX-141 AND FX-102 FOR FP PIPING CONTINUATION
4. SEE DRAWING P-111 AND P-151 FOR DOMESTIC WATER PIPING
CONTINUATION
A3
CU504
ADMIN / WAREHOUSE
BUILDING
PIER ACCESS ROAD
FOR CONTINUATION
SEE SHEET MH170
YARD HYDRANT
HYDRANT, TYP.
SHEET NOTES
SHEET KEYNOTES
N: 161247.52
E: 379644.32
N: 161279.67
E: 379816.04
N: 160901.96
E: 379851.13
N: 160882.85
E: 379707.17
B A
B
D
A T
E
F L O
A T
I N
G
D
O C
K
R
P B
F P
1. REFER TO DRAWING P-001 FOR PLUMBING LEGEND, ABBREVIATIONS AND
NOTES.
SHEET NOTES
SHEET KEYNOTES
CL
B
C
D
1+00
6" ⌀ POTABLE WATER,
MIN 40" OF COVER.
SEE CIVIL FOR CONT.
6" ⌀ POTABLE WATER,
MIN 40" OF COVER.
SEE CIVIL FOR CONT.
M A
T C
H L
IN
E
R E
F E
R T
O C
/ P
-1
1" ⌀ PW TO SERVE FLOATING
DOCK BELOW GRADE, SEE CIVIL
FOR CONT.
MATCH L
IN
E R
EFER T
O A
/ P -1
4" ⌀ SANITARY,
MIN 40" OF COVER.
SEE CIVIL FOR CONT.
4" ⌀ SANITARY,
MIN 40" OF COVER.
SEE CIVIL FOR CONT.
6" PW & 4" SAN
BELOW GRADE
6" ⌀ PW & 4" ⌀ SAN
BELOW GRADE,
MIN 40" OF COVER
C'
B'
A'
2'
1'
4"⌀ SAN (BELOW)
6"⌀ PW (ABOVE)
6"⌀ PW (ABOVE)
4"⌀ SAN (BELOW)
1" PW PIPING IS HUNG
BELOW WALKWAY, SEE
B4/P-115 DETAIL
C1 P-310
PW-EJ-006
PW-EJ-005
SAN-EJ-005
SAN-EJ-006
BID OPTION - FLOATING
DOCK SYSTEM
HTP-01
HTP-02
SEE DETAIL
D3/P-115 FOR
EXPANSION JOINT
SEE DETAIL
D3/P-115 FOR
EXPANSION JOINT
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
N
O R
F O
L K
V
A
AS NOTED
N E
W P
O R
T , R
H O
D E
IS
LA
N D
M
ID
L A
N T
D C
B L
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N O
A A
O M
A O
S H
IP
S U
P P
O R
T F
A C
IL
IT
Y R
E L O
C A
T
IO
N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
P-111
P
IE
R P
LU
M
B
IN
G U
T
IL
IT
IE
S
A R
E A
A
CWS
12874168
RMB GHA
ALG
3 PROVIDE SUPPORTS EVERY 14' AT MINIMUM FOR POTABLE WATER, FIRE
AND SANITARY, SEE P-610 FOR PIPE SCHEDULE.
4 PROVIDE DOUBLE BELLOW EXPANSION JOINTS AS SPECIFIED WITHIN
SECTION 40 05 13.
8 HEAT TRACE CONTROL PANEL; PROVIDE 4 CIRCUITS PER CONTROL PANEL.
3/32" = 1'-0" A1
PIER PLUMBING UTILITIES - AREA A
PLAN
NORTH
ABD CEFG
H
KEY PLAN
PLAN
NORTH
0' 6' 12' 18'
S Y
M D
E S
C R
IP
T
I O N
D A
T E
A P
P R
B
ID
O
P T
IO
N
U P
D A
T E
/2
7/
P
W U
P D
A T
E
/1 7/
MATCH L
IN
E R
EFER T
O A
/ P -1
HB-D
C'
B'
A'
4'
3'
2'
1'
3/4"⌀
DRAIN
DOWN
1" PW PIPING IS
HUNG BELOW
WALKWAY
B4 P-115
SEE DETAIL
D3/P-115 FOR
EXPANSION JOINT
1. REFER TO DRAWING P-001 FOR PLUMBING LEGEND, ABBREVIATIONS AND
NOTES.
SHEET NOTES
HB-D
3/4" DRAIN DOWN
FLEX HOSE, SEE
DETAIL D3/P115
CLAMP EVERY 7'
UNDER FLOATING
DOCK
1" PW
STAINLESS STEEL
PIPING ELBOW AND
HOSE CONNECTION
316 STAINLESS STEEL
FLEXIBLE HOSE WITH PTFE
LINER FLARED THRU EACH
END
INSTALL AT ANGLE AS REQUIRED
TO CLEAR OTHER PIPING, LOCATE
BEHIND OTHER UTILITIES FOR
PROTECTION
INSTALL TO ENSURE
MANUFACTURER'S
RECOMMENDED MAXIMUM
DYNAMIC BEND RADIUS IS NOT
EXCEEDED AT ANY CONDITION
9" MIN
3/4" PW CONNECTED
TO HB-D
3/4" PW
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
N
O R
F O
L K
V
A
AS NOTED
N E
W P
O R
T , R
H O
D E
IS
LA
N D
M
ID
L A
N T
D C
B L
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N O
A A
O M
A O
S H
IP
S U
P P
O R
T F
A C
IL
IT
Y R
E L O
C A
T
IO
N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
P-115
P
IE
R P
LU
M
B
IN
G U
T
IL
IT
IE
S
A R
E A
H
CWS
12874172
RMB GHA
ALG
3/32" = 1'-0" A1
PIER PLUMBING UTILITIES - AREA H
PLAN
NORTH
0' 6' 14' 22'
PLAN
NORTH
ABD CEFG
H
KEY PLAN
NOT TO SCALEC4
POTABLE WATER (HB-D) AT FLOATING DOCK
NOT TO SCALEB4
FLOATING DOCK SUPPORT DETAIL
NOT TO SCALE
D3
EXPANSION JOINT FOR FLOATING DOCK
ALL WORK THIS SHEET IS
BID OPTION - FLOATING DOCK SYSTEM
S Y
M D
E S
C R
IP
T
I O N
D A
T E
A P
P R
P
W U
P D
A T
E
/1 7/
M J
J
J
J
T2S
MATCH LINE REFER TO A1 / EP118
M A
T C
H L
IN
E
R E
F E
R T
O A
/ E
P
A3
EP201
123456
B'
A'
C' 1'
2'
WP1.6
BH45
BH50
BH55
BH60
B3
EP201
A1
EP201
20 22
7 20 22
EMH-L4
EMH-L3
CL
B
C
A
D
T2S T2S
HTP-01
HTP-02
B-1 - 1
B-2 - 1
M A
T C
H
LI
N E
R E
F E
R T
O A
/ E
S
HH
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
N
O R
F O
L K
V
A
AS NOTED
N E
W P
O R
T , R
H O
D E
IS
LA
N D
M
ID
L A
N T
D C
B L
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N O
A A
O M
A O
S H
IP
S U
P P
O R
T F
A C
IL
IT
Y R
E L O
C A
T
IO
N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008523R2527
EP111
P
IE
R
P O
W E
R P
LA
N
A
R E
A A
JC
12874264
JR BG
JAS
SHEET KEYNOTES
1. SEE SHEET ES101 FOR THE ELECTRICAL AND TELECOM FEEDER
SCHEDULE.
1. TELECOM CIRCUITS. SEE SHEET TN101.
2. HANDHOLE FOR LIGHTING CIRCUITS. REFER TO SHEET SB522 FOR
ADDITIONAL INFORMATION.
3. REFER TO SHEET A1/ES104 FOR LIFT STATION CONTROL PANEL.
4. PROVIDE CONNECTION TO POLE MOUNTED EXTERIOR CAMERAS. REFER
TO EMLV1-5 ON SHEET E-741 FOR BRANCH CIRCUIT INFORMATION.
5. UNDER BASE BID, PROVIDE CONDUITS FOR THE FLOATING DOCK UP TO
MANHOLES EMH-L3 AND EMH-L4. MANHOLES ARE PART OF THE BASE BID.
6. PROVIDE CONNECTION HEATING ENCLOSURE. REFER TO MECHLVB-14 ON
SHEET E-744 FOR BRANCH CIRCUIT INFORMATION.
7. PROVIDE CONNECTION TO PIER ACU. REFER TO EMLV1-4 ON SHEET E-741
FOR BRANCH CIRCUIT INFORMATION. REFER TO SHEET ES104 FOR PIER
ACU LOCATION.
8. REFER TO DETAIL C2/EP505 FOR FLOATING DECK HANDHOLE.
9. ROUTE HEAT TRACE PANEL FEEDER CONDUIT THROUGH SLAB.
1/8" = 1'-0" A1
POWER PLAN - AREA A
PLAN
NORTH
ABD CEFG
H
KEY PLAN
PLAN
NORTH
4' 8' 16'0'
BID OPTION - FLOATING
DOCK SYSTEM
SHEET NOTES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
B
A S
E B
ID
U
P D
A T
E
/2 7/
U
P D
A T
E D
H E
A T
IN
G
B O
X L
O A
D
/1 7/
M
M
J
P
P
P
5 8
44 12
14 15 15 15 15
15 15 15 15 14
44 12
M A
T C
H L
IN
E
R E
F E
R T
O A
/ E
P
M A
T C
H L
IN
E
R E
F E
R T
O A
/ E
P
EJ 18192021222324252627
CL
B
C
A
D
HTP-05
HTP-06
P1
P2
Hot Box Enclosure-01
Hor Box Enclosure-02
P1 - 1,3
P2 - 1,3
B-1 - 3
B-2 - 3
13 44
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
N
O R
F O
L K
V
A
AS NOTED
N E
W P
O R
T , R
H O
D E
IS
LA
N D
M
ID
L A
N T
D C
B L
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N O
A A
O M
A O
S H
IP
S U
P P
O R
T F
A C
IL
IT
Y R
E L O
C A
T
IO
N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008523R2527
EP114
P
IE
R
P O
W E
R P
LA
N
A
R E
A D
JC
12874267
JR BG
JAS
SHEET KEYNOTES
1. TELECOM CIRCUITS. SEE SHEET TN103.
2. UNIT SUBSTATION B-1. SEE ELEVATION ON DETAIL A2 / EP503.
3. UNIT SUBSTATION B-2. SEE ELEVATION ON DETAIL A2 / EP503.
4. UNIT SUBSTATION IP-1. SEE DETAIL B2 / EP503.
5. UNIT SUBSTATION IP-2. SEE DETAIL B2 / EP503.
6. PROVIDE CONTROL WIRING IN 3" SCHD40 PVC CONDUIT FOR SHIP SHORE
POWER.
7. PROVIDE CONNECTION TO POLE MOUNTED EXTERIOR CAMERAS. REFER
TO EMLV1-5 ON SHEET E-741 FOR BRANCH CIRCUIT INFORMATION.
8. ROUTE HEAT TRACE PANEL (HTP) AND HOT BOX HEATER FEEDER
CONDUIT THROUGH SLAB.
1/8" = 1'-0" A1
POWER PLAN - AREA D
PLAN
NORTH
ABD CEFG
H
KEY PLAN
PLAN
NORTH
4' 8' 16'0'
1. SEE SHEET ES101 FOR THE ELECTRICAL AND TELECOM FEEDER
SCHEDULE.
2. THE DIMENSIONS OF THE UNIT SUBSTATIONS ON THE PIER CANNOT BE
EXCEEDED AS TO NOT INTRUDE INTO THE PIER FIRE LANE. ALL NEC
CLEARANCES MUST BE OBSERVED. PRIMARY AND SECONDARY
SECTIONS MUST BE FRONT ACCESS ONLY.
3. PRIOR TO FINAL DESIGN FABRICATION AND INSTALLATION OF PLATFORM,
COORDINATE UNIT SUBSTATION MOUNTING POINTS WITH THE PLATFORM
STRUCTURE TO AVOID MISALIGNMENT WITH THE UNIT SUBSTATION
MOUNTING LOCATIONS.
SHEET NOTES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
B
A S
E B
ID
U
P D
A T
E
/2 7/
U
P D
A T
E D
U N
IT
S
U B
S T
A T
IO
N
S
/2 7/
U
P D
A T
E D
H E
A T
IN
G
B O
X L
O A
D
/1 7/
M
M
14 15 15 15 15
14 15 15 15 15
12 13
8 9
12 13
M A
T C
H L
IN
E
R E
F E
R T
O A
/ E
P
M A
T C
H L
IN
E
R E
F E
R T
O A
/ E
P
3536373839404142
CL
B
C
A
D
4" ø
Hot Box Enclosure-04
Hot Box Enclosure-03
HTP-10
B-3 - 2
HTP-09
B-4 - 2 P4 - 1,3
P3 - 1,3
44 9
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
N
O R
F O
L K
V
A
AS NOTED
N E
W P
O R
T , R
H O
D E
IS
LA
N D
M
ID
L A
N T
D C
B L
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N O
A A
O M
A O
S H
IP
S U
P P
O R
T F
A C
IL
IT
Y R
E L O
C A
T
IO
N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008523R2527
EP116
P
IE
R
P O
W E
R P
LA
N
A
R E
A F
JC
12874269
JR BG
JAS
SHEET KEYNOTES
1. TELECOM CIRCUITS. SEE SHEET TN105.
2. UNIT SUBSTATION IP-3. SEE DETAIL B2 / EP503.
3. UNIT SUBSTATION IP-4. SEE DETAIL B2 / EP503.
4. UNIT SUBSTATION B-3. SEE DETAIL A2 / EP503.
5. UNIT SUBSTATION B-4. SEE DETAIL A2 / EP503.
6. INDUSTRIAL POWER LVCB. SEE DETAIL A2 / EP505.
7. SHIP SHORE POWER LVCB. SEE DETAIL A2 / EP509.
8. PROVIDE CONTROL WIRING IN 3" SCHD40 PVC CONDUIT FOR SHIP SHORE
POWER.
9. ROUTE HEAT TRACE PANEL (HTP) AND HOT BOX HEATER FEEDER
CONDUIT THROUGH SLAB.
1/8" = 1'-0" A1
POWER PLAN - AREA F
PLAN
NORTH
ABD CEFG
H
KEY PLAN
PLAN
NORTH
4' 8' 16'0'
1. SEE SHEET ES101 FOR THE ELECTRICAL AND TELECOM FEEDER
SCHEDULE.
2. THE DIMENSIONS OF THE UNIT SUBSTATIONS ON THE PIER CANNOT BE
EXCEEDED AS TO NOT INTRUDE INTO THE PIER FIRE LANE. ALL NEC
CLEARANCES MUST BE OBSERVED. PRIMARY AND SECONDARY
SECTIONS MUST BE FRONT ACCESS ONLY.
3. PRIOR TO FINAL DESIGN FABRICATION AND INSTALLATION OF PLATFORM,
COORDINATE UNIT SUBSTATION MOUNTING POINTS WITH THE PLATFORM
STRUCTURE TO AVOID MISALIGNMENT WITH THE UNIT SUBSTATION
MOUNTING LOCATIONS.
SHEET NOTES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
B
A S
E B
ID
U
P D
A T
E
/2 7/
U
P D
A T
E D
U N
IT
S
U B
S T
A T
IO
N
S
/2 7/
U
P D
A T
E D
H E
A T
IN
G
B O
X L
O A
D
/1 7/
800AF
500AT
100AF
30AT
xxxAF xxxAT
200AF
200AT
100AF
50AT
30KVA
480V TO 208Y/120V
DRY TYPE
3ϕ, 4 WIRE
SF6-B
1500KVA
13.8KV TO 480/450V
3ϕ, 3 WIRE
300KVA
13.8KV TO 480Y/277V
3ϕ, 4 WIRE
300KVA
13.8KV TO 480Y/277V
3ϕ, 4 WIRE
300KVA
13.8KV TO 480Y/277V
3ϕ, 4 WIRE
300KVA
13.8KV TO 480Y/277V
3ϕ, 4 WIRE
100AF
60AT
600AF
500AT
SPD
UNIT
SUBSTATION
B-1
UNIT SUBSTATION
IP-1 UNIT SUBSTATION
IP-3
UNIT SUBSTATION
IP-2
UNIT SUBSTATION
IP-4
3000AF/
3000AT
PANEL
P1
208Y/120V 3P/4W
100A MCB
FROM SF6-A. REFER
TO SHEET E-641.
V F
I
V F
I
V F
I
V F
I
800AF
500AT
800AF
500AT
800AF
500AT
M
M
17 16
EMH-L4
EMH-L3
2 2
998 998
8 8
998 2
S
P D
30KVA
480V TO 208Y/120V
DRY TYPE
3ϕ, 4 WIRE
30KVA
480V TO 208Y/120V
DRY TYPE
3ϕ, 4 WIRE
30KVA
480V TO 208Y/120V
DRY TYPE
3ϕ, 4 WIRE
VFI
600AF
800AF
500AT
100AF
30AT
xxxAF xxxAT
200AF
200AT
100AF
50AT
100AF
60AT
600AF
500AT
SPD
3000AF/
3000AT
PANEL
P3
208Y/120V 3P/4W
100A MCB
800AF
500AT
800AF
500AT
800AF
500AT
S P
D 800AF
500AT
100AF
30AT
xxxAF xxxAT
200AF
200AT
100AF
50AT
100AF
60AT
600AF
500AT
SPD
3000AF/
3000AT
PANEL
P2
208Y/120V 3P/4W
100A MCB
800AF
500AT
800AF
500AT
800AF
500AT
S P
D 800AF
500AT
100AF
30AT
xxxAF xxxAT
200AF
200AT
100AF
50AT
100AF
60AT
600AF
500AT
SPD
3000AF/
3000AT
PANEL
P4
208Y/120V 3P/4W
100A MCB
800AF
500AT
800AF
500AT
800AF
500AT
S P
D
RELAY
BATT
VFI
600AF
1500KVA
13.8KV TO 480/450V
3ϕ, 3 WIRE
UNIT
SUBSTATION
B-3
M
VFI
600AF
RELAY
BATT
VFI
600AF
1500KVA
13.8KV TO 480/450V
3ϕ, 3 WIRE
UNIT
SUBSTATION
B-2
M
VFI
600AF
RELAY
BATT
VFI
600AF
1500KVA
13.8KV TO 480/450V
3ϕ, 3 WIRE
UNIT
SUBSTATION
B-4
M
VFI
600AF
RELAY
BATT
VFI
600AF
5 5 5 5
VFI
600AF
RELAY
BATT
M
RELAY
BATT
M
RELAY
BATT
M
RELAY
BATT
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
N
O R
F O
L K
V
A
AS NOTED
N E
W P
O R
T , R
H O
D E
IS
LA
N D
M
ID
L A
N T
D C
B L
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N O
A A
O M
A O
S H
IP
S U
P P
O R
T F
A C
IL
IT
Y R
E L O
C A
T
IO
N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008523R2527
E-601
P
IE
R
S
IN
G
LE
L
IN
E D
IA
G
R A
M S
JC
12874298
JR BG
JAS
NOT TO SCALE
A1
PIER - SINGLE LINE DIAGRAMS
1. PROVIDE TRANSFORMER WITH 480V AND 450V SECONDARY TAPS TO
ALLOW FOR THE BERTHING OF 480V AND 450V VESSELS.
2. TYPICAL PIER MANHOLE.
3. PROVIDE TWO (2) 1" CONDUITS STUBBED OUT TO 5'-0" PAST THE
SWITCH'S PAD FOR FURTURE CONTROLLING OF SWITCHED WAYS.
4. NOT USED.
5. REFER TO ANSI NUMBER AND FUNCTIONS SCHEDULE FOR DIGITAL
MULTI-FUNCTION PROTECTIVE RELAY.
6. PROVIDE 120V CONNECTION TO RELAY BATTERY. REFER TO SHEET
E-711 FOR ADDITIONAL INFORMATION.
1. REFER TO SHEET ES101 FOR ELECTRICAL SITE FEEDER SCHEDULE.
2. REFER TO SHEETS EP111 TO EP118 FOR PIER POWER PLAN.
3. SEE E-509 FOR SHORE POWER (B1 THRU B4) RECEPTACLE INDICATION
LIGHTS, REMOTE TRIP / CLOSE, AND AUTOMATIC TRIP FUNCTIONS FROM
THE SHORE POWER MOUNDS. PROVIDE CONTROL CABLING AS
REQUIRED TO MEET THE PERFORMANCE BASED FUNCTIONS.
4. PROVIDE FRONT ACCESS ONLY 15KV PRIMARY SWITCHES AND 480V /
480V SWITCHBOARDS / SWITCHGEAR.
5. REFER TO 26 23 00 FOR ADDITIONAL DIGITAL METERING REQUIREMENTS
FOR THE MAIN AND BRANCH SHORE POWER CIRCUIT BREAKERS IN
ADDITION TO THE STANDARD AMI METER.
SHEET KEYNOTES
SHEET NOTES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
U
P D
A T
E D
P
IE
R S
IN
G
LE
L
IN
E
D
IA
G R
A M
S
/0 9/
B
A S
E B
ID
U
P D
A T
E
/2 7/
U
P D
A T
E D
U N
IT
S
U B
S T
A T
IO
N
/1
7/
ANSI NUMBERS AND FUNCTIONS
50BF
50N 50 (P,G,Q) 51N 51 (P,G,Q)
UNDERVOLTAGE
BREAKER FAILURE OVERCURRENT
NEUTRAL-GROUND OVERCURRENT
OVERCURRENT (PHASE, GROUND, NEGATIVE SEQUENCE)
NEUTRAL-GROUND TIME-OVERCURRENT
TIME-OVERCURRENT (PHASE, GROUND, NEGATIVE SEQUENCE)
ALARM RELAY
A-C RECLOSING RELAY
LOCKOUT RELAY, MASTER TRIP RELAY
DIFFERENTIAL PROTECTIVE RELAY
3 3
PANEL
LS1
480Y/277V 3P/4W
200A MCB
N E
ATS-LS
200A
200AF
200AT
225AF
150AT
SWBD-1
600A, 480Y/277V, 3-PHASE, 4-WIRE
300KW
NATURAL GAS
GENERATOR
G-B
G
225AF
150AT
225AF
200AT
400AF
250AT
N E
ATS-1
200A
400AF
175AT
100AF
60AT
600AF
600AT
500KVA
PAD-MOUNTED
TRANSFORMER
13.8KV TO 480Y/277V
(E)MH
#4236E
SF6-A
PANEL
EMHV1
480Y/277V 3P/4W
150A MCB
E E
MTS
200A
NEMA-4X
M
SPD
T-1
112.5KVA
PANEL
MDPLV
208Y/120V 3P/4W
400A MCB
T-3
75KVA
PANEL
LV3
208Y/120V 3P/4W
225A MCB
PANEL
LV3A
208Y/120V 3P/4W
100A MLO
PANEL
BHV
480Y/277V 3P/4W
800A MCB
PANEL
BLV
208Y/120V 3P/4W
400A MCB
100KW
LOAD
BANK
225AF
150AT
SPD
SPD
100AF
30AT
225AF
125AT
250AF
250AT
PANEL
EMLV1
208Y/120V 3P/4W
100A MCB
T-EM
30KVA
PANEL
LS2
480Y/277V 3P/4W
100A MCB
PANEL
LS3
480Y/277V 3P/4W
100A MCB
T-B
112.5KVA
50-3
5-
100-4 100-4
100-4
175-3
400-4
PANEL
COM2
208Y/120V 3P/4W
100A MLO
100-4
JPC
M
JP
1 HP
FPC
M
FP
30 HP
PANEL
MECHHV
480Y/277V 3P/4W
250A MCB
PANEL
LV1
208Y/120V 3P/4W
225A MCB
PANEL
MECHLV
208Y/120V 3P/4W
225A MCB
225-4
5-
0-
PANEL
LV1A
208Y/120V 3P/4W
100A MLO
PANEL
COM1
208Y/120V 3P/4W
100A MLO
0-
4100-4
100-4
0-
225-4
400-4SPD
SPD
SPD
SPD
SPD
-3
-3
200-4
0-
M
M
SPD SPDM SPDMSPDM
M M
TO SF6-B. REFER
TO SHEET E-601
F O
R K
LI
F
T C
H A
R G
E R
-1
200-4
200-4
5-
PANEL
LV2A
208Y/120V 3P/4W
100A MLO
PANEL
LV2
208Y/120V 3P/4W
225A MCB
T-MECH
75KVA
125-3
PANEL
MECHLVA
208Y/120V 3P/4W
100A MCB
0-
PANEL
MECHLVB
208Y/120V 3P/4W
100A MCB
100-4
150-4
(E)MH EMH-L6 EMH-L7 EMH-L8
(E)MH
#4123E
(E)MH
#4121AE
(E)MH
#4122E
EMH-L2
(E)MH
#4121ETO (E)MH#4233E
24 24
(E)13.8KV
CIRCUIT 1W2
250-4
PANEL
FP
208Y/120V 3P/4W
50A MLO
SPD
T-FP
15KVA
-4
-3
100AF
30AT
F O
R K
LI
F
T C
H A
R G
E R
-2
250AF
250AT
PANEL
UDP
208Y/120V 3P/4W
150A MCB
PANEL
ULV
208Y/120V 3P/4W
50A MLO
100-4
UPS
40KVA
3ϕ, 4W
0-
175-3
(E)MH
#4235E
TO (E)SWITCH 514
(E)MH
#4234E
3 3 3 1617
161617
17 18
17 18
17 18
171717 1616161716
(E)MH
#4120E
(E)MH
#4118E
(E)MH
#4580E
T O
S W
S -5
(E)13.8KV
CIRCUIT 1W10
(E)13.8KV
CIRCUIT
(E)13.8KV
CIRCUIT
(E)13.8KV
CIRCUIT
(E)13.8KV
CIRCUIT
T O
S W
S -5
SPD
V F
I
V F
I
L
U
V F
I
V F
I
U
500KVA
PAD-MOUNTED
TRANSFORMER
13.8KV TO 480Y/277V
V F
I
V F
I
RELAYRELAY
PLC
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
N
O R
F O
L K
V
A
AS NOTED
N E
W P
O R
T , R
H O
D E
IS
LA
N D
M
ID
L A
N T
D C
B L
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N O
A A
O M
A O
S H
IP
S U
P P
O R
T F
A C
IL
IT
Y R
E L O
C A
T
IO
N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008523R2527
E-641
A D
M
IN
W
A R
E H
O U
S E
S
IN
G
LE
L
IN
E
D
IA
G R
A M
JC
12874299
JR BG
JAS
NOT TO SCALE
A1
ADMIN / WAREHOUSE - SINGLE LINE DIAGRAM
1. REFER TO SHEET E-642 BRANCH CIRCUIT SCHEDULE AND
TRANSFORMER SCHEDULE.
2. REFER TO SHEET ES101 FOR ELECTRICAL MEDIUM VOLTAGE AND SITE
FEEDER SCHEDULE.
3. COORDINATE ENTERING 15KV MANHOLES AND ANY CORRESPONDING
WORK ON EXISTING 15KV CIRCUITS WITH BASE UTILITIES. REMOTE
CUTTING MACHINES MUST BE USED WHEN CUTTING EXISTING
CIRCUITS.
1. CODE REQUIRED TEMPORARY GENERATOR CONNECTION.
2. PROVIDE WATER-TIGHT TAPE T-SPLICE(S) ONTO EXISTING 13.8KV
CIRCUIT.
3. PROVIDE CONDUCTORS IN EXISTING DUCTBANK, 3-350kCMIL, 15kV, MV-105, 133% EPR, #4/0 G.
4. PROVIDE LABEL "FIRE PROTECTION/LIFE SAFETY EQUIPMENT" IN
ADDITION TO THE PANEL NAMEPLATE.
5. PROVIDE WATER-TIGHT TAPE T-SPLICE(S) ONTO EXISTING 13.8KV
CIRCUIT.
6. CUT EXISTING 15KV (350kCMIL) CIRCUIT IN MANHOLE AND PROVIDE
WATER-TIGHT TAPE T-SPLICE(S) ONTO EXISTING 13.8KV CIRCUIT
1W10. PROVIDE LIVE END CAPS ON THE SECTION OF CONDUCTORS
THAT ARE LEFT UNTERMINATED.
7. PROVIDE 1/2" CONDUIT AND CONTROL CABLING BETWEEN THE LIFE
SAFETY GENERATOR AND ELEVATOR CONTROLLER.
8. PROVIDE TWO (2) 1" CONDUITS STUBBED OUT TO 5'-0" PAST THE
SWITCH'S PAD FOR FURTURE CONTROLLING OF SWITCHED WAYS.
9. CONNECT AMI METERS TO EACH OF THE INCOMING CIRCUITS.
10. COORDINATE DESIGN OF THE AUTOMATIC TRANSFER SWITCH (ATS)
ELECTRICAL CONTROL CIRCUIT WITH THE ELEVATOR CONTROLLER
MANUFACTURER’S REQUIREMENTS. PROVIDE FORM C CONTACT FOR
INDICATING GENERATOR START. COORDINATE WITH ELEVATOR
SUBMITTAL.
11. REFER TO ANSI NUMBERS AND FUNCTIONS SCHEDULE FOR DIGITAL
MULTI-FUNCTION PROTECTIVE RELAY.
SHEET NOTES
SHEET KEYNOTES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
G
E N
E R
A T
O R
S E
Q U
E N
C E
O F
O P
E R
A T
IO
N
S
/0 9/
U
P D
A T
E D
S F
6- A
S W
IT
C
H
/1 7/
GENERATOR SEQUENCE OF OPERATIONS
LOSS OF UTILITY:
1. ATS SENSE UTILITY FAILURE.
2. ATS SENDS A TWO WIRE START SIGNAL TO GENERATOR.
3. GENERATOR STARTS.
4. TRANSFER SWITCHES CHANGE POWER SOURCE TO GENERATOR WITHIN
10 SECONDS.
UTILITY RETURNS:
1. ATS SENSE UTILITY AND SWITCHES POWER SOURCES BACK (5 TO 10
MIN.).
2. GENERATOR CONTINUES TO RUN IN COOL DOWN MODE (5 TO 10 MIN.).
3. GENERATOR SHUTS DOWNS.
FAILURE TO TRANSFER:
1. ATS TRANSFER FAILS.
2. ATS CLOSES TO NORMAL.
3. SENDS ALARM VIA BACNET TO BAS.
4. AUDIBLE ALARM SOUNDS AT ATS UNIT.
ANSI NUMBERS AND FUNCTIONS
16 SEC
50BF
50N 50 (P,G,Q) 51N 51 (P,G,Q)
52PB
59 (P,N,Q) 67N 67 (P,G,Q)
81 (O,U,R)
DFR
HMI
LGC
MET
PMU
PQM
SER
ACCESS SECURITY
SYNCHRONISM CHECK
UNDERVOLTAGE
DIRECTIONAL POWER
BREAKER FAILURE OVERCURRENT
NEUTRAL-GROUND OVERCURRENT
OVERCURRENT (PHASE, GROUND, NEGATIVE SEQUENCE)
NEUTRAL-GROUND TIME-OVERCURRENT
TIME-OVERCURRENT (PHASE, GROUND, NEGATIVE SEQUENCE)
TRIP/CLOSE PUSHBUTTON
OVERVOLTAGE (PHASE, NEUTRAL, NEGATIVE SEQUENCE)
DIRECTIONAL NEUTRAL OVERCURRENT
DIRECTIONAL OVERCURRENT (PHASE, GROUND, NEGATIVE
SEQUENCE)
A-C RECLOSING RELAY
FREQUENCY (OVER, UNDER, RATE)
EVENT REPORTS
OPERATOR INTERFACE
LOGIC CONTROL EQUATIONS
HIGH ACCURACY METERING
SYNCHROPHASORS
VOLTAGE SAG, SWELL, AND INTERRUPTION
SEQUENTIAL EVENTS RECORDER
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
N
O R
F O
L K
V
A
AS NOTED
N E
W P
O R
T , R
H O
D E
IS
LA
N D
M
ID
L A
N T
D C
B L
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N O
A A
O M
A O
S H
IP
S U
P P
O R
T F
A C
IL
IT
Y R
E L O
C A
T
IO
N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008523R2527
E-711
P
IE
R
P A
N E
LB
O
A R
D S
C H
E D
U
LE
S
JC
12874302
JR BG
JAS
DEMAND WITH EXPANSION: 82 A
TOTAL ESTIMATED DEMAND... 68 A
TOTAL CONNECTED CURRENT: 68 A
TOTAL ESTIMATED DEMAND LOAD: 24677 VA
TOTAL CONNECTED LOAD: 24677 VA
PANEL TOTALS
TOTAL AMPS: 73 A 68 A 65 A
TOTAL LOAD: 8715 VA 8115 VA 7848 VA
29 0 -- SPACE 1 -- 30
27 0 -- SPACE 1 -- 28
30 3 SPD
PER MANUFACTURER'S
INSTRUCTIONS
0 -- SPACE 1 -- 26
23 -- 1 SPACE -- 0 SPARE 1 20 24
21 -- 1 SPACE -- 0 SPARE 1 20 22
19 20 1 SPARE 0 600 2#12, #12G. IN 1/2"C IP-1 RELAY BATTERY 1 20 20
17 20 1 B-1 RELAY BATTERY 2#12, #12G. IN 1/2"C 600 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #3 1 20 18
15 20 1 SHORE POWER MOUND HEATER 2#12, #12G. IN 1"C 1000 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #2 1 20 16
13 20 1 INDUSTRIAL POWER MOUND HEATER 2#12, #12G. IN 1"C 1000 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #1 1 20 14
11 20 1 SECONDARY UNIT SUB IP-1 HEATER 2#12, #12G. IN 1/2"C 1000 1664 12
9 20 1 PRIMARY UNIT SUB IP-1 HEATER 2#12, #12G. IN 1/2"C 1000 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #3 2 20
7 20 1 SECONDARY UNIT SUB B-1 HEATER 2#12, #12G. IN 1/2"C 1000 1664 8
5 20 1 PRIMARY UNIT SUB B-1 HEATER 2#12, #12G. IN 1/2"C 1000 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #2 2 20
3 867 1664 4
20 2 HOT BOX HEATER - 01 2#12, #12G. IN 1"C
867 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #1 2 20
# B... P LOAD SERVED WIRE / GROUND / CONDUIT A B C WIRE / GROUND / CONDUIT LOAD SERVED P B... #
NOTES:
ENCLOSURE: NEMA 4 MCB RATING: 100 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 100 A
SUPPLY FROM: UNIT SUBSTATION IP-1 PHASE: 3 MAINS TYPE: MCB
LOCATION: BERTH 1 VOLTAGE: 120/208 Wye A.I.C. RATING: 22,000
PANELBOARD: P1
DEMAND WITH EXPANSION: 82 A
TOTAL ESTIMATED DEMAND... 68 A
TOTAL CONNECTED CURRENT: 68 A
TOTAL ESTIMATED DEMAND LOAD: 24677 VA
TOTAL CONNECTED LOAD: 24677 VA
PANEL TOTALS
TOTAL AMPS: 73 A 68 A 65 A
TOTAL LOAD: 8715 VA 8115 VA 7848 VA
29 0 -- SPACE 1 -- 30
27 0 -- SPACE 1 -- 28
30 3 SPD
PER MANUFACTURER'S
INSTRUCTIONS
0 -- SPACE 1 -- 26
23 -- 1 SPACE -- 0 SPARE 1 20 24
21 -- 1 SPACE -- 0 SPARE 1 20 22
19 20 1 SPARE 0 600 2#12, #12G. IN 1/2"C IP-2 RELAY BATTERY 1 20 20
17 20 1 B-2 RELAY BATTERY 2#12, #12G. IN 1/2"C 600 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #3 1 20 18
15 20 1 SHORE POWER MOUND HEATER 2#12, #12G. IN 1"C 1000 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #2 1 20 16
13 20 1 INDUSTRIAL POWER MOUND HEATER 2#12, #12G. IN 1"C 1000 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #1 1 20 14
11 20 1 SECONDARY UNIT SUB IP-2 HEATER 2#12, #12G. IN 1/2"C 1000 1664 12
9 20 1 PRIMARY UNIT SUB IP-2 HEATER 2#12, #12G. IN 1/2"C 1000 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #3 2 20
7 20 1 SECONDARY UNIT SUB B-2 HEATER 2#12, #12G. IN 1/2"C 1000 1664 8
5 20 1 PRIMARY UNIT SUB B-2 HEATER 2#12, #12G. IN 1/2"C 1000 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #2 2 20
3 867 1664 4
20 2 HOT BOX HEATER - 02 2#12, #12G. IN 1"C
867 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #1 2 20
# B... P LOAD SERVED WIRE / GROUND / CONDUIT A B C WIRE / GROUND / CONDUIT LOAD SERVED P B... #
NOTES:
ENCLOSURE: NEMA 4 MCB RATING: 100 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 100 A
SUPPLY FROM: UNIT SUBSTATION IP-2 PHASE: 3 MAINS TYPE: MCB
LOCATION: BERTH 2 VOLTAGE: 120/208 Wye A.I.C. RATING: 22,000
PANELBOARD: P2
DEMAND WITH EXPANSION: 82 A
TOTAL ESTIMATED DEMAND... 68 A
TOTAL CONNECTED CURRENT: 68 A
TOTAL ESTIMATED DEMAND LOAD: 24677 VA
TOTAL CONNECTED LOAD: 24677 VA
PANEL TOTALS
TOTAL AMPS: 73 A 68 A 65 A
TOTAL LOAD: 8715 VA 8115 VA 7848 VA
29 0 -- SPACE 1 -- 30
27 0 -- SPACE 1 -- 28
30 3 SPD
PER MANUFACTURER'S
INSTRUCTIONS
0 -- SPACE 1 -- 26
23 -- 1 SPACE -- 0 SPARE 1 20 24
21 -- 1 SPACE -- 0 SPARE 1 20 22
19 20 1 SPARE 0 600 2#12, #12G. IN 1/2"C IP-3 RELAY BATTERY 1 20 20
17 20 1 B-3 RELAY BATTERY 2#12, #12G. IN 1/2"C 600 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #3 1 20 18
15 20 1 SHORE POWER MOUND HEATER 2#12, #12G. IN 1"C 1000 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #2 1 20 16
13 20 1 INDUSTRIAL POWER MOUND HEATER 2#12, #12G. IN 1"C 1000 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #1 1 20 14
11 20 1 SECONDARY UNIT SUB IP-3 HEATER 2#12, #12G. IN 1/2"C 1000 1664 12
9 20 1 PRIMARY UNIT SUB IP-3 HEATER 2#12, #12G. IN 1/2"C 1000 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #3 2 20
7 20 1 SECONDARY UNIT SUB B-3 HEATER 2#12, #12G. IN 1/2"C 1000 1664 8
5 20 1 PRIMARY UNIT SUB B-3 HEATER 2#12, #12G. IN 1/2"C 1000 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #2 2 20
3 867 1664 4
20 2 HOT BOX HEATER - 03 2#12, #12G. IN 1/2"C
867 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #1 2 20
# B... P LOAD SERVED WIRE / GROUND / CONDUIT A B C WIRE / GROUND / CONDUIT LOAD SERVED P B... #
NOTES:
ENCLOSURE: NEMA 4X MCB RATING: 100 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 100 A
SUPPLY FROM: UNIT SUBSTATION IP-3 PHASE: 3 MAINS TYPE: MCB
LOCATION: BERTH 3 VOLTAGE: 120/208 Wye A.I.C. RATING: 22,000
PANELBOARD: P3
DEMAND WITH EXPANSION: 82 A
TOTAL ESTIMATED DEMAND... 68 A
TOTAL CONNECTED CURRENT: 68 A
TOTAL ESTIMATED DEMAND LOAD: 24677 VA
TOTAL CONNECTED LOAD: 24677 VA
PANEL TOTALS
TOTAL AMPS: 73 A 68 A 65 A
TOTAL LOAD: 8715 VA 8115 VA 7848 VA
29 0 -- SPACE 1 -- 30
27 0 -- SPACE 1 -- 28
30 3 SPD
PER MANUFACTURER'S
INSTRUCTIONS
0 -- SPACE 1 -- 26
23 -- 1 SPACE -- 0 SPARE 1 20 24
21 -- 1 SPACE -- 0 SPARE 1 20 22
19 20 1 SPARE 0 600 2#12, #12G. IN 1/2"C IP-4 RELAY BATTERY 1 20 20
17 20 1 B-4 RELAY BATTERY 2#12, #12G. IN 1/2"C 600 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #3 1 20 18
15 20 1 SHORE POWER MOUND HEATER 2#12, #12G. IN 1"C 1000 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #2 1 20 16
13 20 1 INDUSTRIAL POWER MOUND HEATER 2#12, #12G. IN 1"C 1000 1920 ES101 FEEDER #13 PIER INDUSTRIAL POWER L5-20R #1 1 20 14
11 20 1 SECONDARY UNIT SUB IP-4 HEATER 2#12, #12G. IN 1/2"C 1000 1664 12
9 20 1 PRIMARY UNIT SUB IP-4 HEATER 2#12, #12G. IN 1/2"C 1000 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #3 2 20
7 20 1 SECONDARY UNIT SUB B-4 HEATER 2#12, #12G. IN 1/2"C 1000 1664 8
5 20 1 PRIMARY UNIT SUB B-4 HEATER 2#12, #12G. IN 1/2"C 1000 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #2 2 20
3 867 1664 4
20 2 HOT BOX HEATER - 04 2#12, #12G. IN 1/2"C
867 1664
ES101 FEEDER #13 PIER INDUSTRIAL POWER L10-20R #1 2 20
# B... P LOAD SERVED WIRE / GROUND / CONDUIT A B C WIRE / GROUND / CONDUIT LOAD SERVED P B... #
NOTES:
ENCLOSURE: NEMA 4X MCB RATING: 100 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 100 A
SUPPLY FROM: UNIT SUBSTATION IP-4 PHASE: 3 MAINS TYPE: MCB
LOCATION: BERTH 4 VOLTAGE: 120/208 Wye A.I.C. RATING: 22,000
PANELBOARD: P4
S Y
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IP
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/1 7/
A
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P O
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E
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Y
/1 7/
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
N
O R
F O
L K
V
A
AS NOTED
N E
W P
O R
T , R
H O
D E
IS
LA
N D
M
ID
L A
N T
D C
B L
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N O
A A
O M
A O
S H
IP
S U
P P
O R
T F
A C
IL
IT
Y R
E L O
C A
T
IO
N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008523R2527
E-744
A D
M
IN
W
A R
E H
O U
S E
P
A N
E
LB
O A
R D
S C
H E
D U
LE
S
JC
12874306
JR BG
JAS
DEMAND WITH EXPANSION: 227 A
TOTAL ESTIMATED DEMAND... 189 A
TOTAL CONNECTED CURRENT: 206 A
TOTAL ESTIMATED DEMAND LOAD: 157539 VA
TOTAL CONNECTED LOAD: 171409 VA
PANEL TOTALS
TOTAL AMPS: 216 A 201 A 202 A
TOTAL LOAD: 59786 VA 55765 VA 55858 VA
41 0 -- SPACE 1 -- 42
39 0 -- SPACE 1 -- 40
60 3 SPD
PER MANUFACTURER'S
INSTRUCTIONS
0 -- SPACE 1 -- 38
35 -- 1 SPACE -- -- SPACE 1 -- 36
33 -- 1 SPACE -- -- SPACE 1 -- 34
31 -- 1 SPACE -- -- SPACE 1 -- 32
29 20 1 SPARE 0 -- SPACE 1 -- 30
27 20 1 SPARE 0 -- SPACE 1 -- 28
25 20 1 SPARE 0 -- SPACE 1 -- 26
23 13856 582 24
21 13856 582 22
50 3
LIFT STATION CTRL PNL: PIER ACCESS
ROAD
ES101 - FEEDER #22
13856 582
3#12, #12G IN 1/2"C SHHWP-2: 138 3 20
17 16926 582 18
15 16834 582 16
125 3 TRANSFORMER T-MECH 3#2, #6 IN 1-1/4"C
20855 582
3#12, #12G IN 1/2"C SHHWP-1: 138 3 20
11 2107 305 12
9 2107 305 10
20 3 AC-1: 138 3#12, #12G IN 1/2" C
2107 305
3#12, #12G IN 1/2"C PHHWP-2: 138 3 20
5 21195 305 6
3 21195 305 4
110 3 RTU-1: ROOF 3#1, #6 G IN 1-1/2"C
21195 305
3#12, #12G IN 1/2"C PHHWP-1: 138 3 20
# BKR P LOAD SERVED WIRE / GROUND / CONDUIT A B C WIRE / GROUND / CONDUIT LOAD SERVED P BKR #
NOTES:
ENCLOSURE: NEMA 1 MCB RATING: 250 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 400 A
SUPPLY FROM: SWBD-1 PHASE: 3 MAINS TYPE: MCB
LOCATION: MECH 138 VOLTAGE: 480/277 Wye A.I.C. RATING: 35,000
PANELBOARD: MECHHV
DEMAND WITH EXPANSION: 178 A
TOTAL ESTIMATED DEMAND... 148 A
TOTAL CONNECTED CURRENT: 152 A
TOTAL ESTIMATED DEMAND LOAD: 53462 VA
TOTAL CONNECTED LOAD: 54615 VA
PANEL TOTALS
TOTAL AMPS: 174 A 140 A 141 A
TOTAL LOAD: 20855 VA 16834 VA 16926 VA
41 0 -- SPACE 1 -- 42
39 0 -- SPACE 1 -- 40
30 3 SPD
PER MANUFACTURER'S
INSTRUCTIONS
0 -- SPACE 1 -- 38
35 -- 1 SPACE -- 180 2#12, #12G IN 1/2" C DWH-1: 138 1 20 36
33 20 1 EF-6: 127 2#12, #12G IN 1/2" C 700 180 2#12, #12G IN 1/2" C DWH-2: 138 1 20 34
31 20 1 DDC CONTROL:138 2#12, #12G IN 1/2" C 240 180 2#12, #12G IN 1/2" C DWH-3: 138 1 20 32
29 20 1 DDC CONTROL:138 2#12, #12G IN 1/2" C 240 300 2#8, #10G, IN 3/4" C FSD-110-1 AND SD-110-1 1 20 30
27 20 1 DDC CONTROL:138 2#12, #12G IN 1/2" C 240 300 2#8, #10G, IN 3/4" C FSD-216-1 AND SD-216-1 1 20 28
25 20 1 RHCP-1: 138 2#12, #12G IN 1/2" C 500 1092 26
23 20 1 B-1: 138 2#12, #12G IN 1/2" C 432 1092
2#10, #10G IN 1/2" C CU-4 2 30
21 20 1 B-2: 138 2#12, #12G IN 1/2" C 432 2966 22
19 20 1 EF-5: 216 2#8, #10G, IN 3/4" C 180 2966 20
17 20 1 DHM-1: 124 2#10, #10G IN 1/2" C 612 2966
3#8, #10G IN 3/4" C CU-7 3 40
15 20 1 UH-1: 125, UH-7: 128, UH-6:123 2#8, #10G, IN 3/4" C 180 528 2#12, #12G IN 1/2" C EF-1 1 20 16
13 20 1 UH-11: 137 2#8, #10G, IN 3/4" C 60 770 14
11 6631 770
2#10, #10G, IN 1/2" C CU-2 2 20
9 7428 10
100 3 PANEL MECHLVB
REFER TO SHEET E-641 FOR
SINGLE LINE
10900 8
5 737 2966 6
3 913 2966 4
100 3 PANEL MECHLVA
REFER TO SHEET E-641 FOR
SINGLE LINE
1000 2966
3#8, #10G IN 3/4" C CU-6 3 40
# BKR P LOAD SERVED WIRE / GROUND / CONDUIT A B C WIRE / GROUND / CONDUIT LOAD SERVED P BKR #
NOTES:
ENCLOSURE: NEMA 1 MCB RATING: 225 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 225 A
SUPPLY FROM: T-MECH PHASE: 3 MAINS TYPE: MCB
LOCATION: MECH 138 VOLTAGE: 208/120 Wye A.I.C. RATING: 10,000
PANELBOARD: MECHLV
DEMAND WITH EXPANSION: 8 A
TOTAL ESTIMATED DEMAND... 7 A
TOTAL CONNECTED CURRENT: 7 A
TOTAL ESTIMATED DEMAND LOAD: 2441 VA
TOTAL CONNECTED LOAD: 2651 VA
PANEL TOTALS
TOTAL AMPS: 9 A 8 A 6 A
TOTAL LOAD: 1000 VA 913 VA 737 VA
41 -- 1 SPACE -- -- SPACE 1 -- 42
39 -- 1 SPACE -- -- SPACE 1 -- 40
37 -- 1 SPACE -- -- SPACE 1 -- 38
35 -- 1 SPACE -- 0 SPARE 1 20 36
33 20 1 SPARE 0 53 34
31 20 1 SPARE 0 53
2#12, #12G, IN 1/2" C DSS-13: 216 2 20
29 20 1 TPM-2: 223, TPM-7: 216 2#12, #12G, IN 1/2" C 100 53 30
27 53 53
2#12, #12G, IN 1/2" C DSS-11: 216 2 20
20 2 DSS-14: 216 2#12, #12G, IN 1/2" C
53 180 2#8, #10G, IN 3/4" C EF-4: 110 1 20 26
23 53 60 2#8, #10G, IN 3/4" C TPM-1: 138, TPM-5: 110 1 20 24
20 2 DSS-12: 216 2#12, #12G, IN 1/2" C
53 180 2#8, #10G, IN 3/4" C ROOF REC 1 20 22
19 20 1 VAVs: 207 AND 209 2#8, #10G, IN 3/4" C 100 53 20
17 20 1 VAVs:202 ,206, 208 2#8, #10G, IN 3/4" C 150 53
2#12, #12G, IN 1/2" C DSS-10: 109 2 20
15 20 1 VAVs: 204, 205, 210 2#8, #10G, IN 3/4" C 150 53 16
13 20 1 VAVs: 201, 203, 207, 211 2#10, #10G, IN 1/2" C 150 53
2#12, #12G IN 1/2" C DSS-9: 110 2 20
11 20 1 CUH-2: 118 2#12, #12G, IN 1/2" C 60 54 12
9 20 1 CUH-1: 111 2#12, #12G, IN 1/2" C 60 54
2#12, #12G, IN 1/2" C DSS-8: 110 2 20
7 20 1 VAVs: 108 AND 109 2#10, #10G, IN 1/2" C 100 54 8
5 20 1 VAVs: 102 AND 107 2#8, #10G, IN 3/4" C 100 54
2#12, #12G, IN 1/2" C DSS-7: 110 2 20
3 20 1 VAVs: 104, AND 105 2#10, #10G, IN 1/2" C 150 54 4
1 20 1 VAVs: 101, 103 AND 106 2#10, #10G, IN 1/2" C 150 54
2#12, #12G, IN 1/2" C DSS-6: 110 2 20
# B... P LOAD SERVED WIRE / GROUND / CONDUIT A B C WIRE / GROUND / CONDUIT LOAD SERVED P BKR #
NOTES:
ENCLOSURE: NEMA 1 MCB RATING: 100 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 100 A
SUPPLY FROM: MECHLV PHASE: 3 MAINS TYPE: MCB
LOCATION: ELEC 215 VOLTAGE: 208/120 Wye A.I.C. RATING: 10,000
PANELBOARD: MECHLVA
DEMAND WITH EXPANSION: 80 A
TOTAL ESTIMATED DEMAND... 67 A
TOTAL CONNECTED CURRENT: 69 A
TOTAL ESTIMATED DEMAND LOAD: 24138 VA
TOTAL CONNECTED LOAD: 24960 VA
PANEL TOTALS
TOTAL AMPS: 92 A 63 A 55 A
TOTAL LOAD: 10900 VA 7428 VA 6631 VA
41 -- 1 SPACE -- -- SPACE 1 -- 42
39 -- 1 SPACE -- -- SPACE 1 -- 40
37 -- 1 SPACE -- -- SPACE 1 -- 38
35 -- 1 SPACE -- -- SPACE 1 -- 36
33 -- 1 SPACE -- -- SPACE 1 -- 34
31 -- 1 SPACE -- -- SPACE 1 -- 32
29 20 1 SPARE 0 -- SPACE 1 -- 30
27 20 1 SPARE 0 -- SPACE 1 -- 28
25 20 1 EF-2:134, EF-3:123 2#12, #12G IN 1/2" C 1560 -- SPACE 1 -- 26
23 20 1 CMCF-1: 134 2#12, #12G IN 1/2" C 792 -- SPACE 1 -- 24
21 20 1 UH-2: 123,UH-3: 123,UH-4: 135,UH-5:135 2#6, #10G, IN 1"C 240 -- SPACE 1 -- 22
19 20 1 UH-8:132,UH-9:133,UH-10:134 2#12, #12G IN 1/2" C 180 552 20
17 552 552 18
15 552 552
3#12, #12G IN 1/2" C HVLS-2: 123 3 20
20 3 HVLS-1: 123 3#12, #12G IN 1/2" C
552 1000 2#6, #10G, IN 1"C HEATER - HEATING ENCLOSURE 1 20 14
11 20 1 TPM-4: 123, TPM-3:132 2#10, #10G, IN 1/2" C 20 3602 12
9 20 1 CUH-3:130, CUH-4:131 2#10, #10G, IN 1/2" C 120 3602 10
7 1092 3602
3#6, #10G, IN 1"C VEHICLE CHARGING STATION #2 3 30
30 2 CU-3 2#10, #10G, IN 1/2" C
1092 20 2#10, #10G IN 1/2" C TPM-14 AND TPM-6: 135 1 20 6
3 1592 770 4
30 2 FREEZER 126 2#10, #10G IN 1/2" C
1592 770
2#12, #12G IN 1/2" C CU-5 2 20
# B... P LOAD SERVED WIRE / GROUND / CONDUIT A B C WIRE / GROUND / CONDUIT LOAD SERVED P BKR #
1 - BID OPTION - FLOATING DOCK SYSTEM
NOTES:
ENCLOSURE: NEMA 1 MCB RATING: 100 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 100 A
SUPPLY FROM: MECHLV PHASE: 3 MAINS TYPE: MCB
LOCATION: ELEC 136 VOLTAGE: 208/120 Wye A.I.C. RATING: 10,000
PANELBOARD: MECHLVB
S Y
M D
E S
C R
IP
T
IO
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D A
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A P
P R
U
P D
A T
E D
F
LO
A T
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D O
C K
H E
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B O
X
/1 7/
| C-101 - PIER LANDING - OVERALL SITE PLAN |
| CU105 - PIER LANDING - WATER PLAN |
| P-111 - PIER PLUMBING UTILITIES - AREA A |
| P-115 - PIER PLUMBING UTILITIES - AREA H |
| ES101 - ELECTRICAL & TELECOM SIRE PLAN - AREA 1 |
| EP111 - PIER - POWER PLAN AREA A |
| EP114 - PIER - POWER PLAN AREA D |
| EP116 - PIER - POWER PLAN - AREA F |
| E-601 - PIER - SINGLE LINE DIAGRAM |
| E-641 - ADMIN WAREHOUSE - SINGLE LINE DIAGRAM |
| E-711 - PIER - PANELBOARD SCHEDULES |
| E-744 - ADMIN WAREHOUSE - PANELBOARD SCHEDULES |
| 2023-04-17T15:56:12-0400 | |
| Kent Gannon | |
| I am signing to certify the authenticity of this document. |
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| Boris Goli | |
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| 2023-04-17T15:59:36-0400 | |
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| I am signing to certify the authenticity of this document. |
| 2023-04-17T15:59:37-0400 | |
| Boris Goli | |
| I am signing to certify the authenticity of this document. |
| 2023-04-17T15:59:37-0400 | |
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| I am signing to certify the authenticity of this document. |
| 2023-04-18T18:05:12-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:05:32-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:05:31-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:05:31-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:05:28-0400 | |
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| 2023-04-18T18:05:27-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
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| 2023-04-18T18:05:52-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:06:08-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:06:09-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:06:09-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:06:10-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:06:10-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:06:11-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:06:12-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:06:12-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:06:13-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:06:14-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-04-18T18:06:14-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .